Huarón1-1024x768
Huarón
Perú

Client

Panamerican Silver Huarón SAC

Country

Perú

State

Pasco

Related Experts

Luis Santamaría
Manager of Environmental Services
Javier Mendoza
COO
Johann Meléndez
Project manager
Jorge Álvarez
Project manager
Alfredo Moreno
Manager of Construction Services
Denys Parra
General Manager of Anddes Peru

Huarón is located in the district of Huayllay, province and department of Pasco, on the slope of the Andes, central area of the country, at 4534 m above sea level. The exploitation method used in this is a combination of conventional cutting and filling, machined cutting and filling, and deep drilling machining.

Anddes contributes to the success of the Huarón project by:

  • Anddes contributes to the success of the Huarón project, through:Review of the feasibility of the closure of tailings deposits 1, 2 and 3, through the growth with mine stripping material.
  • Construction quality assurance (CQA) growth Tailings Dam N°5.
  • Earthmoving work. Detailed engineering of tailings dam growth with reinforced wall.
  • Detailed engineering of the tailings reservoir closure design 1,2 and 3.
  • Monthly visits to verify the status of the tailings dam and technical reports.
  • Supervision of the instrumentation work of the tailings dam and the grouting injection work in an area of the dam.
  • Safety inspection of tailings dam. Study of breakage of tailings dam.
  • Characterization of tailings and clays in the foundation of the dam.
  • Processing and interpretation of geotechnical monitoring.
  • Development of a tailings disposal manual for the current tailings dam situation.
  • Infiltration and stability analysis considering the current geometry of the dam.
  • Updating and optimization of rainwater management impacting on tailings dam N°5.
  • Updating of the mine tailings handling and disposal system. Project of tailings production and various uses.
  • Analysis and recommendations of the plan and sequence of growth of the tailings dam according to the current production plans of the mine.
  • Implementation of a comprehensive plan for the entire water and tailings management system of the mine.
  • Detailed engineering of the growth from the height 4446 msnm to the height 4449 msnm.
  • Updating the design of the spillway and the extension of the existing quenas to the level 4455 msnm of the tailings dam N°5.
  • Plan of disposal of tailings in the tank N°5 to ensure the correct functioning of the spillway and quenas.
  • Monthly interpretation of the geotechnical data of tailings dam N°5.
  • Quality assurance of the construction (CQA) of earthmoving and concrete works of the recreeding of tailings dam N°5 (elevation 4447.5 to 4449.0 masl), emergency spillway and quenas at 4455 masl, including buttresses B and D, downstream of the dam.
  • Evaluation of the existing spillway, redesign of the closure of the existing spillway.
  • Environmental action plan, environmental measures update and geotechnical assessment.
  • Physical stability update of the N°5 tailings tank and the San Narciso clearing tank.
  • Interpretation of geotechnical instrumentation reservoir

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